Case Study of Modulus of Deformation of Railway Earthworks by Static Plate Load Test
Author:
Affiliation:
1. Engineer, China Civil Engineering Construction Corporation, Keshorhat, Rajshahi, Bangladesh.
2. Professor, Civil Engineering, Arkansas State Univ., Jonesboro, AR.
Publisher
American Society of Civil Engineers
Link
https://ascelibrary.org/doi/pdf/10.1061/9780784484609.033
Reference14 articles.
1. ASTM. ASTM D3282-09 Standard Practice for Classification of Soils and Soil-Aggregate Mixtures for Highway Construction Purposes ASTM International West Conshohocken PA 2009. doi: 10.1520/D3282-09.
2. Adam, D., and Kopf, F. (2003). Dynamic effects due to moving loads on tracks for high-speed railways and on tracks for metro lines. doi: 10.3233/978-1-61499-656-9-1735.
3. Al-Obaidi Q. A. J. (2008). Study the Effect of Layer Thickness on Modulus of Subgrade Reaction and Bearing Capacity of Soil Estimated by Plate Load Test. 7 th Scientific Conference for Engineering Research pp. 1–8 Al- Basra University Basra Iraq.
4. Kim D. and Park S. (2011). Relationship between the Subgrade Reaction Modulus and the Strain Modulus obtained using A Plate Loading Test.
5. Evaluation of field modulus of subgrade soils using repetitive static plate bearing load test;Kim D. S.;J. Korean Geotech. Eng,2005
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